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HomeMy WebLinkAboutDrawingseFi CIVIL CONSTRUCTION PLANS I FOR 0 ADDIrrIONS r1D 01 R C) M Alm IL kss �4 A AX D IN ERMFDIAIFE SCH 0, C1 Y OF COLLEG -STATION T XAS Index of Sheets Sheet Sheet Title Number C-0.00 COVER / C-1.00 CITY SITE LAN � � \� ' J`�� /' C-1.01 DEMOLITI4 N AND ERO I ION CONTROL PLAN -BASE BID AND 0 / ALTERNA" E BIDS H C-2.01 PAVING A9 D GRADit ING PLAN -BASE BID , z xx� - ! C-2.02 PAVING Al D GRADING PLAN = ALTERNATE. BID 1 0 _ ING PLAN - ALTERNATE BID 2 Earl Ru,��er �� C. 2.03. PAVINGAND GRAD Q O�� o ti j �9 g < 000f COUrSe iJ, ` _ / f\ C-2:04 CONSTRU TION [ �TA LS (SHEET 1 OF 2) G-2.05 CONSTRU TION TA LS (SHEET 2 OF 2) C-2.06 EROSION ONTR L DETAILS O C-3.01 UTILITY PI N (SHEET � OF 2) _ O � UTILITY OF . SITE ��� - �='t=' �� `�'' ti�i / ��' =z�� C-3 02 U TY PI AN (S4ET 2) v� C-3..03 UTILITY 0 TAILS I� -'Y,, � .111V SAG G\Par BARTNOLLOW RIDG �`• �` \�1\ E Bris X/1 5 4 P PaR r IC Li c P (5J� ;y NO ti off; i�ffi G �< �, F '���• �1> Bee 7 '\\ �v� S < ��'\ < BEe� C r e e k Park f`,I�� \ � •J \ � 1 � G� 'PCT �Pv ��� 'jI', T � � z CC Q OWNER COLLEGE STATION INDEPENDENT SCHOOL DISTRICT 1812 WELSH COLLEGE STATION, TEXAS 77840 TEL: (979) 694-5610 VICINITY NZAP FAX. (979) 694-5612 CONTACT- JON HALL N.T.S. ENGINEER ,�P3E OF TF��O KimletHorn u — and Associates, Inca n J. CHRIS HAR •••"�'i 111 UNI1/D C MB R 2010 ERSI TY DRI UE EAST STOP! ..........9485 ......RIS. SUI TE 105 9 COLLEGE STA TION, TEXAS 77840 CALL BEFORE YOU DIG a '•••�%tea, •°' TBPE REGISTRATION No. F-928 ��s�C111gL••• TEL: (979) 846-8401 DIG TESS FAX: (979) 846-8450 1-800-DIG-TESS CONTACT. J. CHRIS HARRIS, P.E. (@ least 72 hours prior to digging /Z9' moi° 0 50, 100, I - I GRAPHIC SCALE 50' 6' MIN. 2 MIN. CRITICAL ROOT ZONE AREA TREE PROTECTION DETAIL OEXISTING TREE(S) TO REMAIN. ODRIPLINE OF EXISTING TREE (TYP) OCONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS W/ 2' TUNDRA WEIGHT ORANGE STREAMERS @ TO.C. O81 METAL T -STAKES: 8'O.C. MIN., DRIVEN 2' INTO GROUND AT (OR OUTSIDE) TREE DRIPLINE O4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANF. RECOMMENDATIONS (TYP). SUPPLEMENT W/ SILT FENCE FABRIC @ PRUNINGTRENCHAS REQ'D. @) EXISTING GRADE TO BE DISTURBED. ROOT PRUNING TRENCH 12" OUTSIDE FENCE (AS NECESSARY) - SEE NOTES. @) EXISTING GRADE TO REMAIN. N.T.S. NOTES: 1. WHERE CONSTRUCTION ACTIVITY FALLS WITHIN THE DRIP LINE OF EXISTING TREES WHICH ARE TO REMAIN, PERFORM ROOT PRUNING AS NECESSARY AT THE START OF CONSTRUCTION. 2. ROOT PRUNING METHOD: PRIOR TO EXCAVATION & CONSTRUCTION ACTIVITIES, HAND CUT ONLY THOSE ROOTS WHICH WILL BE IMPACTED BY THE PROPOSED CONSTRUCTION BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH AT THE EDGE OF THE PROPOSED CONSTRUCTION AREA. MAXIMIZE PRUNING TRENCH DISTANCE FROM THE TRUNK OF THE EXISTING TREE TO THE PROPOSED EDGE OF CONSTRUCTION LIMITS. 3. COORDINATE THIS ACTIVITY WITH OWNER. LLEv s I I SITE 10 RG E (BUSH DRIVE K I L L -"FEAD A' 10 -E 1`4,F R T q) 4- F III T > -T. C:l r f:v� 0 LE .CREST > cn zz:z J 1\4 tA _17 A VILLT ('00DE c �ERS VICINITY MAP z N.T.S. 11 C 11 OD 00 co coo) '000 #3 x 8" BARS AT 18" O.C. WHERE 6. ADJACENT TO P.C. CONCRETE PAVING. SEE PAVING EX TREE TO BE PROTECTED IN PLACE A. SIDEWALKs DETAILS FOR PAVEMENT SECTIONS, 6' SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. EX TREE TO BE REMOVED 12" L------- NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. MONOLITHIC CONRETE CURB L TES GENERA NO N.T.S. NO, 4 BARS -\ 1. ACCORDING FIEDERAL EAER6ENCY MANAGEMENT AGENCY FIRM MAP NO. 48041CO305E, ON 12" THIS LAND XqF-S NOT ON (AIN AREAS DESIGNATED AS FLOOD PLAIN. 3500 PSI CONCRETE AT 28 DAYS 2. P.U.E. - PL B..IC UTILI (��SEMENT. O.C.E.W. C) 0, 3. BUILDING SEt:ACKI'LIN � R CITY OF COLLEGE STATION U.D.O. -07 OF THE LATEST ^00 4. PARKING AND DRIVES HA ! BE CONSTRUCTED AS PER DETAIL ST1 CD co STRE: EXISTING CONTOUR TAILS. N.T.S. REDUCED PRE 5. ALL MECHA M .313 PROPOSED CONTOUR Z0Z 0 O x CD 12 LL! #3 x 8" BARS AT 18" O.C. WHERE 6. ADJACENT TO P.C. CONCRETE PAVING. SEE PAVING EX TREE TO BE PROTECTED IN PLACE A. SIDEWALKs DETAILS FOR PAVEMENT SECTIONS, 6' SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. EX TREE TO BE REMOVED 12" L------- NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. MONOLITHIC CONRETE CURB L TES GENERA NO N.T.S. NO, 4 BARS -\ 1. ACCORDING FIEDERAL EAER6ENCY MANAGEMENT AGENCY FIRM MAP NO. 48041CO305E, ON 12" THIS LAND XqF-S NOT ON (AIN AREAS DESIGNATED AS FLOOD PLAIN. 3500 PSI CONCRETE AT 28 DAYS 2. P.U.E. - PL B..IC UTILI (��SEMENT. O.C.E.W. C) 0, 3. BUILDING SEt:ACKI'LIN � R CITY OF COLLEGE STATION U.D.O. -07 OF THE LATEST ^00 4. PARKING AND DRIVES HA ! BE CONSTRUCTED AS PER DETAIL ST1 CD co STRE: EXISTING CONTOUR TAILS. N.T.S. REDUCED PRE 5. ALL MECHA M .313 PROPOSED CONTOUR MEN ZINY SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT 9. ALL BACK LIPW LIMITS OF DISTURBANCE J. CHRI.I. BOUNDARY ABOVE PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF THE SUBJECT LOT OR TRACT, MEASURED FROM A GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE -,E 2394.1 STANDARD PROCTOR DENSITY BUILDING ARCHITECTURE, PROPOSED FACE OF CURB 94 \\\\iT /\i\\\\\� .�'�--\\\\\moi-"\\ PROPOSED BACK OF CURB 4ft \\\ f1MUMMA TO r)Pr)1MAK1r'1r NO 9590 CHAPTER 6 SECTION 1 PROPOSED PARKING STRIPE too. S SHO ViM ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. X X PROPOSEDFENCE ACREAGE '.0' TO FACE OF CURB UNLESS NOTED OTHERWISE. X x EXISTING FENCE SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED PROPOSED CONCRETE PAVEMENT L -L I ODnDt-1(2C:r) PnKiflOMTC: SIDEWALK L_j ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW 'PROJECT AN OPAQUEI OUSING X3. I #3 x 8" BARS AT 18" O.C. WHERE 6. ADJACENT TO P.C. CONCRETE PAVING. SEE PAVING EX TREE TO BE PROTECTED IN PLACE A. SIDEWALKs DETAILS FOR PAVEMENT SECTIONS, 6' SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. EX TREE TO BE REMOVED 12" L------- NOTE: GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. MONOLITHIC CONRETE CURB L TES GENERA NO N.T.S. NO, 4 BARS -\ 1. ACCORDING FIEDERAL EAER6ENCY MANAGEMENT AGENCY FIRM MAP NO. 48041CO305E, ON 12" THIS LAND XqF-S NOT ON (AIN AREAS DESIGNATED AS FLOOD PLAIN. 3500 PSI CONCRETE AT 28 DAYS 2. P.U.E. - PL B..IC UTILI (��SEMENT. O.C.E.W. C) 0, 3. BUILDING SEt:ACKI'LIN � R CITY OF COLLEGE STATION U.D.O. -07 OF THE LATEST ^00 4. PARKING AND DRIVES HA ! BE CONSTRUCTED AS PER DETAIL ST1 CD co B -CS STANDARD LANE STRE: :TC, TAILS. N.T.S. REDUCED PRE 5. ALL MECHA M AL EQU MEN ZINY SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT 9. ALL BACK LIPW TO BE VISIBLH SCARIFY & RECOMPACT FEET OF THE EXISTING SUBGRADE TO 98W' POINT FIVE FROM PERIMETER FEET BOUNDARY ABOVE PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF THE SUBJECT LOT OR TRACT, MEASURED FROM A GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE -,E 2394.1 STANDARD PROCTOR DENSITY BUILDING ARCHITECTURE, 1 MATERIALS, \\\\iT /\i\\\\\� .�'�--\\\\\moi-"\\ AT 0% TO +4% OPTIMUM APPEARANCE. I J FIRE OVIK11"21Z \\\ B -CS STANDARD LANE STRE: :TC, TAILS. N.T.S. REDUCED PRE 5. ALL MECHA M AL EQU MEN ZINY SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT 9. ALL BACK LIPW TO BE VISIBLH SCARIFY & RECOMPACT FEET OF THE EXISTING SUBGRADE TO 98W' POINT FIVE FROM PERIMETER FEET BOUNDARY ABOVE PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF THE SUBJECT LOT OR TRACT, MEASURED FROM A GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE -,E 2394.1 STANDARD PROCTOR DENSITY BUILDING ARCHITECTURE, 1 MATERIALS, COLORS AND SCALE TO MAINTAIN A UNIFIED IAIN ADJACENT AT 0% TO +4% OPTIMUM APPEARANCE. I J FIRE OVIK11"21Z � 1 HA H f1MUMMA TO r)Pr)1MAK1r'1r NO 9590 CHAPTER 6 SECTION 1 I SEPARATELY. MOISTURE CONTENT. V. f, I I I (B) (10) SUBTECTION 1503. OF THE CITY OF COLLEGE STATION CODE OF ORDINANCES. 7. 100% COVES A PERENIAL GR THE PARKING REGULAR DUTY CONCRETE PAVEMENT SECTION DURING CODS 8. IRRIGATION 3'STEM GvE OF GR SS IS REQUIRED LOT SETBACK, 'RUCTION. WILL 3SURE ORINCPLE OU PAC B. DCOVER, DECORATIVE PAVING DECORATIVE ROCK, OR A IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW N.T.S. REDUCED PRE DEVICE, AN I NSTALLPP N,c � PER CITY ORDINANCE 2394. 9. ALL BACK LIPW DEMI ES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDIII -,E 2394.1 W 0 0 1 10. ALL SOLIDiSTE tmt Cur, IAIN ADJACENT K,) ARE REQUIRED TO BE SCREENED FROM THE PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN. RIGHT -OF- 11. ALL SIGNS iY AND AU PERM( -TED I SEPARATELY. 12. ALL DIMENS;C S SHO ViM ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 13. CURB RETUR RADII ARE ACREAGE '.0' TO FACE OF CURB UNLESS NOTED OTHERWISE. 14. EXTERIOR BUI DING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED )EVELOP'ENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW 'PROJECT AN OPAQUEI OUSING AND NO FIXTURE SHALL DIRECTLY LIGHT HORIZONTALLY. FIXTURES WIL . BE: MOJNTE) IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT * DOES NOT ',RDSS AN '� PROPERTY LINE. 15. ALL PAVED AREAS S4LL 6" HAVE 6" CURBS UNLESS OTHERWISE NOTED. 16. ALL GATES T') HAVE 'NoBOX �' PER CITY REQUIREMENTS. 17. ALL WATER SHALL BE PV'C-900; ALL SANITARY SHALL BE PVC SDR -26, UNLESS OTHERWISE NDTED' HDPE STORM SEWER @ 0.86% 18. FIRE SUPPI ':SION LI S SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE IIIE SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERN kTE OCKING LIDS SHALL BE APPROVED BY COLLEGE STATION T1UT1ES DIRE U TIES DIRE ' TOR OF ' HIS DESIGNEE. KEYED NOTES (D PROP. 12" HDPE STORM SEWER @ 0.7% it O2 O5 PROP. PROP. PROP. PROP. 4 12" 12" 4" PVC SIJK Zb SANITARY HDPE STORM SEWER @ HDPE STORM SEWER @ PVC SDR 26 SANITARY SEWER L9 0.9% 0.8% SEWER @ I -UA 1.0% JAN 07 SI ZON, �l E DATA SUMMARY TABLE TEL: (979) 694-5610 TEL. NO. (979) 846-8401 jNG R-1 FAX: CONrACT-. (979) 694-5612 FAX NO. (979) 846-8450 JON HALL CONTACT. CHRIS HARRIS, P.E. W 0 0 0. SUBMITTAL DATE. 0911312010, 0 PROPOSED USE SCHOOL - CLASSROOM ADDITION O6 PROP. 2" TYPE K COPPER WATER SERVICE GROSS ACREAGE 11.21 ACRES (488,307 Sq. Ft.) u EXIST. 6" PVC WATER 00 BUI �IING HEIGHT: EX BUILDING 22'-8" -- --- BUI iDING AREA: PROPOSED ADDITION 16'-0" 9,870 GSF EXIST. 6" PVC PRIVATE SANITARY SEWER - BUI iDING CONSTRUCTION: TYPE IIB WITH FIRE SPRINKLER SYSTEM PROP. 18" HDPE STORM SEWER @ 0.86% EXI 3TIN� PARKING 76 SPACES PROPOSED PARKING PHASE 1 0 SPACES 10 PROP. 18 HDPE STORM SEWER @ 1.46% R! Ic" PR PROPOSED PROPOSED PARKING PHASE 2 PARKING PHASE 3 Ok 56 SPACES 6 SPACES 11 PROP. 18" HDPE STORM SEWER @ 0.86% �i,, p, c I K DEMANDS DO�IE MIN 3 GPM 12 PROP. 12" RCP STORM SEWER @ 0.5% 7 7 0 AVG 100 GPM MAX 213 GPM 13 EXISTING PIPE GATE WITH KNOX BOX IRRI,GATI DN: NO MODIFICATIONS PROPOSED PROP. 8" PVC SANITARY SEWER AT 1.44% (PRIVATE) f".4� F-74 C4 'fi `3 METERSIZE: NO MODIFICATIONS PROPOSED SANITARY SEWER LOADING: 54 GAL PEAK DAILY FLOW RRIS 1,00 0!1NERIAPPIWANT ENGINEER co H (COLLEGE IIEGE SCHOOL 1812 STATION INDEPENDENT KIMLEY-HORN AND ASSOCIATES, INC. DISTRICT 111 UNIVERSITY DRIVE EAST, SUITE 105 WELSH COLLEGE STATION, TEXAS 77840 n COLLEGE STATION, TEXAS 77840 T13PE REGSITRATiON NO. F-928 TEL: (979) 694-5610 TEL. NO. (979) 846-8401 FAX: CONrACT-. (979) 694-5612 FAX NO. (979) 846-8450 JON HALL CONTACT. CHRIS HARRIS, P.E. W 0 0 0. SUBMITTAL DATE. 0911312010, 0 �I L) < L) < 0 T_ CNI N 06 0, +3' z A u M M [-_1 -4' 00 RRIS 1,00 0!1NERIAPPIWANT ENGINEER co H (COLLEGE IIEGE SCHOOL 1812 STATION INDEPENDENT KIMLEY-HORN AND ASSOCIATES, INC. DISTRICT 111 UNIVERSITY DRIVE EAST, SUITE 105 WELSH COLLEGE STATION, TEXAS 77840 n COLLEGE STATION, TEXAS 77840 T13PE REGSITRATiON NO. F-928 TEL: (979) 694-5610 TEL. NO. (979) 846-8401 FAX: CONrACT-. (979) 694-5612 FAX NO. (979) 846-8450 JON HALL CONTACT. CHRIS HARRIS, P.E. W 0 0 0. SUBMITTAL DATE. 0911312010, 0 RRIS 1,00 co H CD n 0 Z.r 0 0 W 0 0 0. w 0 �I L) < L) < 0 T_ CNI N 06 0 m z A u M M 00 CD cn GO A A u M 61 s I I / SS SS REMOVE XISTING BRICK SAWS CE, EOLLARDS AND � ON PAVING I 0 0 I REMOVE E T / TREE (18" P T 0"P OAK) I 0 M _-� `Ti-_ �! _ � M M M M O U) m a O K m U) M M 1, W 0,9� Oq W �oo� 00o ru I w i� tiTcjW (r �FGI�/ji y G9�'FGl�iy `pC� (A 1200 12, '512120 — m Ll m m a � f c ,n N Z� REMOVE EXIST TREES (2-12" POST OAK) SS SS 55 i � - SS REMOVE EXIST TREES (2-12" POST OAK) 55 1 Z/z \ \ 5y Id`� /by d` SAWCUT PAVEMENT 10' MIN. OFF PROPOSED BUILDING FACE. v ' ADJUST SAWCUT LINE TO MATCH 1 _ SS —EXISTING PAVEMENT JOINT — ss dL °ZJ w FL -FL --.L SAWCUT AND T REMOVE AT JOINT E ISTING Xi immv .p C _ / I SAWCUT EXIS ING CONCRETE REMOVE 360 L. SAWCUT EXISTI G REMOVE EXIT `�. TO FORM CL AN EDGE OF EXISTING CH IN TO FORM CLEA LINK FENCE REMOVE EXISTI G REE (6" EL � LIMIT OF EXISTING DEMO EXISTING E FE/CE REMOVAL I X RAMP,OF EXALTING �S I E X — X X I \ EXISTING CURB TP — TP TP TPS- — — TP — TP — TP — TP — TP SAWCUT AND H PROTEC REMOVE AT JOINT ,M OHP _OHP �. HP OHP OHP I SAWCUT AND . / M _�__ M — — EXISTING REMOVE AT JOIN M M d1 — Via— aY — — aLa� ,— diM— aL v I k f I SAUT EX TI i CONC 0 FORM CLE N I EDGE. RE OV I EXISTING C S SLi \ x i I I \ I I REMOVE SF ss SF S SF .9 I EXISTING L– LIMIT OF EXISTIN9 IDEWALK FENC REMOVAL SA UT A D l Z \ \ J REM O E A JOINT l f � ALT RNATE I D 1 OWN LY �I OV.4 2 x / IX REMOVE 40L.F. OF EXISTING FENCE tz SF SE �x 1 SFX sF( X --so----�. M M M _ M r✓ L� M M M M M ANNA ST SS w I I - m -7 o a� 0 30' 60' GRAPHIC SCALE 30' LEGEN S EXISTING SANITARY SEWER LINE w EXISTING WATER SD EXISTING STORM SEWER T EXISTING TELEPHONE LINE — — — EXISTING FIBER OPTIC LINE _7P —1P — ,� — — — TREE PROTECTION --------- ----- ------ SAWCUT LINE EXISTING AREA TO BE DEMOLISHED i i■ d 315 TOR S ALL / 314 F ANY DAM GED CURB OR SIDEWALK PRIOR TO I ---i_ CTION.i CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR F ANY 3/3 I CURB OR SIDEWALK RESULTING FROM I I \ I I i■ I �� to y 1 , OTHERIA ` yF�'t���r�], t UN ED JAN 0 7 2011 3. ALL C TRUC I SHALL HAVE TEMPORARY FENCING AND 0 30' 60' GRAPHIC SCALE 30' LEGEN S EXISTING SANITARY SEWER LINE w EXISTING WATER SD EXISTING STORM SEWER T EXISTING TELEPHONE LINE — — — EXISTING FIBER OPTIC LINE _7P —1P — ,� — — — TREE PROTECTION --------- ----- ------ SAWCUT LINE EXISTING AREA TO BE DEMOLISHED STOP ! C 1 L BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at leasi 72 hours prior to digging) CAUTION!! ,TING LND RGROUND UTILITIES IN THE AREA FRACTOR IS RESPONSIBLE FOR DETERMINING HORIZONTAL AND VERTICAL LOCATION OF ALL FIES P IOR TO CONSTRUCTION. CONTRACTOR ALL BE RESPONSIBLE FOR ANY REPAIRS TO ISTING UTILITIES DUE TO DAMAGE INCURED RING CONSTRUCTION. CONTRACTOR SHALL =Y THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. i ci. i i■ d 1. CONTRA TOR S ALL IDENTIFY AND MAKE THE OWNER/ENGINEER AWARE I F ANY DAM GED CURB OR SIDEWALK PRIOR TO CONSTR CTION.i CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR F ANY DAMAGED CURB OR SIDEWALK RESULTING FROM CONSTIR CTION ACTIVITIES. i■ 2. ALL CUR AND GUTT R SHALL REMAIN IN PLACE UNLESS OTHERIA SE NO ED N PLANS. 3. ALL C TRUC ION SHALL HAVE TEMPORARY FENCING AND BARRI ES. 4. CONTRA TOR S ALL MAINTAIN PEDESTRIAN ACCESS TO ALL BUILDIN6 ENTRANCES UNLESS OTHERWISE COORDINATED WITH THE Owl IER. -* 00 O z 5. REFER' SHEET C2 05 FOR TREE PROTECTION DETAILS. TREE PROTEC IONS ALL BE INSTALLED PRIOR TO DEMOLITION. STOP ! C 1 L BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at leasi 72 hours prior to digging) CAUTION!! ,TING LND RGROUND UTILITIES IN THE AREA FRACTOR IS RESPONSIBLE FOR DETERMINING HORIZONTAL AND VERTICAL LOCATION OF ALL FIES P IOR TO CONSTRUCTION. CONTRACTOR ALL BE RESPONSIBLE FOR ANY REPAIRS TO ISTING UTILITIES DUE TO DAMAGE INCURED RING CONSTRUCTION. CONTRACTOR SHALL =Y THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. i ci. i i■ d O w OD 00 0000 r- r- c 0)0)- N �— - Z z o i■ x o � i� UR QGo -* 00 O z 0 z gin°' U_ m x L C 0 C 4' >,.2 v cn av'i C wx q, CL r m =Uin J. CHRIS C1101 O ti N o x � UR z C1101 I I I / I I Oyp Fs ��' ctio �l 0 20' 40' GRAPHIC SCALE 20' c 0 x c '2 >,.2 2 `a�vm L GEND EXISTING CONTOUR .�"SE dF TF��� ^WN.......... ..;4.,q�1t I 3 3 PROPOSED CONTOUR AV�k;•' *t� — LIMITS OF DISTURBANCE••••••••••...............:...� �•J��CHRIS..................... ARRIS� PROPOSED FACE OF CURB 948 9 �. • PROPOSED BACK OF CURB '••� Q�ck, PROPOSED PARKING STRIPE �1 %•" �'� X X PROPOSEDFENCE X I X EXISTING FENCE `.. :'.'1 ;• PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK 2.0 /0 PROPOSED GRADE K3 1.25 PROPOSED SPOT ELEVATION E MATCH EXISTING Q M� T TOP OF GRATE H I' I NUMBER OF SPACES PROVIDED EX TREE TO BE PROTECTED IN PLACE F� I W NTE Q Q II O .Q Wl O 1. ALL DI 0EN 31ONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTE Q 2. ALL ELEVATIONS ARE TOP OF PAVEMENT AT FACE OF CURB U UNLESS OTHERWISE NOTED. 3.CONT RIAC OR SHALL MATCH JOINT SPACING AND PATTERN OF `./ Q ADJACENT PAVING IN ALL SIDEWALK AREAS CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging) CAUTION!! I rV�q STING UNDERGROUND UTILITIES IN THE AREA (TRACTOR IS RESPONSIBLE FOR DETERMINING HORIZONTAL AND VERTICAL LOCATION OF ALL (TIES PRIOR TO CONSTRUCTION. CONTRACTOR -TALL BE RESPONSIBLE FOR ANY REPAIRS TO (ISTING UTILITIES DUE TO DAMAGE INCURED JRING CONSTRUCTION. CONTRACTOR SHALL IFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. . P Cl z Z r N x w to w < P P 0000 Q C1M� � N n � w L� z z Lx O cd cd Q to 0 pCONi cn c 0 x c '2 >,.2 2 `a�vm L GEND EXISTING CONTOUR .�"SE dF TF��� ^WN.......... ..;4.,q�1t I 3 3 PROPOSED CONTOUR AV�k;•' *t� — LIMITS OF DISTURBANCE••••••••••...............:...� �•J��CHRIS..................... ARRIS� PROPOSED FACE OF CURB 948 9 �. • PROPOSED BACK OF CURB '••� Q�ck, PROPOSED PARKING STRIPE �1 %•" �'� X X PROPOSEDFENCE X I X EXISTING FENCE `.. :'.'1 ;• PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK 2.0 /0 PROPOSED GRADE K3 1.25 PROPOSED SPOT ELEVATION E MATCH EXISTING Q M� T TOP OF GRATE H I' I NUMBER OF SPACES PROVIDED EX TREE TO BE PROTECTED IN PLACE F� I W NTE Q Q II O .Q Wl O 1. ALL DI 0EN 31ONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTE Q 2. ALL ELEVATIONS ARE TOP OF PAVEMENT AT FACE OF CURB U UNLESS OTHERWISE NOTED. 3.CONT RIAC OR SHALL MATCH JOINT SPACING AND PATTERN OF `./ Q ADJACENT PAVING IN ALL SIDEWALK AREAS CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging) CAUTION!! I rV�q STING UNDERGROUND UTILITIES IN THE AREA (TRACTOR IS RESPONSIBLE FOR DETERMINING HORIZONTAL AND VERTICAL LOCATION OF ALL (TIES PRIOR TO CONSTRUCTION. CONTRACTOR -TALL BE RESPONSIBLE FOR ANY REPAIRS TO (ISTING UTILITIES DUE TO DAMAGE INCURED JRING CONSTRUCTION. CONTRACTOR SHALL IFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. . P C2101 Cl z Z N x < P P Q C � N d U C2101 1 _ ss SS 322 55 SS O �y SS \SS ss — \ ss ss cp s o SS w FT �--FL-- —FL— X 1 / I 1 I r / \ W :) ;2 R)r o R, I ci AMBULATORY RAMP WITI- iw J RETURNED CURB / \N x p, CONSTRUCT LONGITU INAL BUTT JOINT o (TYP.) Q1 A L- FL Q 320.58 20 319.60 �+ 323.0 .. :. a'. 4. ..o. �.q -. ., ••,� a �— (� 'j X ( IQ•\° g- •n.° 18.0' O e ° n• ° F A �. .�n n. 'g Q p - 0 a... °- '.° .4.. -_ D • - - �3 LONGITUINAL BUTT CT X JOINT -X gyy�Q n - n. - . 3GU,.B .° n n. • Q G. 4. Q q ° 4 32'► 40 T2TO0 s :- \ :m LIMIT OF • ° '' o DISTURBANCE TIE INTO EXISTING \ 2 ;OQ 23.36 o,, °4 ao CURB -- 0 -OHP n C/ I ° �• ° .,•Q ' / S (J7 „ _OHP OHP OHP 04 , - RELOCATE E I T PROTECT _ l B ° �, -__ __ — /_�_ _ a : oHXISTING P4 . ... '. P _ E�1 EXISTING, T H SIDEWALK TREES �v " M M CONSTRUCT LONGITU 20:'0' . T,YP:. °26.:Oo �— —_\ M — M 21:83' ' j ° . p o °.. ' n4 . a _ __ \ 31 n.30 O 4 p' °'CUF�R.' o ° ROPOSED SIDEWALK °a °. .p.. �. 4 °—'° ••p - -•° �� ° - - -. ° ��° -:. ° p•.. :° �. - AMB ATORY RAMP / / s p. .4321.3 o a '•A• '°. d FROPpSED 4 tr a p Q RETURNE CURB ° :- �.,., 4. • ° n QaPARKING 4 I 10 ° 4 :4 CO��RET -. 4 4 3 .18. K' i / 322.42 ° r. n 4° 4n ° 4. n e°. °: ° � °` p pn° 4. °p. °, 4 Q ...n .:n:. .Qq p Q °•a .. �\ . q . . p. - Q. n ' . • 4 n. . ° a .. I • (/ 4• �• ('�° •,. n AMBULATORY RAMP / q 4 . 4 p n ° ° ° • ° ° ,.T. 0 TYP \. 319.50 RETURNED CURBS 322.00 PROPOSED SIDEW LK a n p• e— a n. ° 9 ° 4 n X � 322.31 � •. °• ° n . . ° ,...a 0 ° . � - X• • � ... Q . 4 n : a \ 1_ X X— r�L _X _X X_ X_ � j MATCH SIDEW LK TO 3 LIMIT OF \.W INSTALL RELOCATED FENCE XISTING A - DISTURBANCE 5k \ U ca \ _. o 0 00 / w -raj v / I I EE ' F l a ' W X \ I iia la [, � P!U \ / �t—t U N I 2Oil i X iQ �n zcn �xI4A i I 0 20' 40' GRAPHIC SCALE 20' LEGE — — — — (? ' — J. \ — — EXISTING CONTOUR 13 PROPOSED CONTOUR 0000 — — — LIMITS OF DISTURBANCE PROPOSED FACE OF CURB w L PROPOSED BACK OF CURB d z `° PROPOSED PARKING STRIPE �7 CA) U A X o ICA PROPOSEDFENCE X ( X EXISTING FENCE PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED GRADE '�' •"••: =;''i° ';�' •'': 'li: :i A F-T(I' I11 to .0% 11.25 O PROPOSED SPOT ELEVATION ME; MATCH EXISTING TG moo TOP OF GRATE X mmz NUMBER OF SPACES PROVIDED EX TREE TO BE PROTECTED IN PLACE 1. ALL DIM NSIC NOTED. 2. ALL ELE ATI UNLES THE (at :ITO THE FACE OF CURB UNLESS OTHERWISE TOP OF PAVEMENT AT FACE OF CURB NOTED. STOP! EFORE YOU DIG DIG TF -SS -800-DIG-TESS 72 hours prior to digging) CAUTION!! . ' Viel NGUNDERGROUND UTILITIES IN THE AREA ACTOR IS RESPONSIBLE FOR DETERMINING 1RIZONTAL AND VERTICAL LOCATION OF ALL iS PRI ' OR TO CONSTRUCTION. CONTRACTOR L'BE ES NSIBLE FOR ANY REPAIRS TO f ING (IU-TILITIES DUE TO DAMAGE INCURED VG CONSTRUCTION. CONTRACTOR SHALL THE ENG NEER OF ANY DISCREPANCIES ON THE PLANS. KI J. CHRIS HARRIS 0000 00 0o w L z° z(5 d z `° A �7 CA) U A 4 o ICA E cd A to O0000N O z �;' moo mmz 0 >,.2 2 V) o, `cm Q)W o. c J. CHRIS HARRIS C2. d z cn A A U A a C2. ^ I FL F L _ )v C \\\STRU T GITUDINAL B T J T (TYP.) R) 28.53 T ° ' 28.12 ME PROP O D 3x3 I ° ° GRATE INL /cv \ \ TG 327.0 - - \ = 325.0 ON a 326.56 x .JG a ° ° ° a Fz �,� 'a ..P• ° `�' t :pan 105 L.F. 18 HDPE ° p. ° P ®0.86°0 (PRIVATE) ,� p a a P �J26.16 . 2'-6"STM JUNCTION / ( I ° a p ° X \ I 3 150 L.F. 18" HDPE 32 25.99 X ° X j P BOX PER DETAIL D1-02 I X , . \ \ °HP 1.46 (PRIVATE) ►. ' . ' ° RIM=325.84 I ° . 32'►' I ( Q- 25.86 a . - � FL 18 IN=322.81 I ° f FL 18" IN=322.81 I o OHp ° \ ° FL 18" OUT=322.71 ° p / 0 -OH p 3 - - M M - rI M --T-- M �- o� M °. P ° a 56P 4 L.F. 18 HDPE - - ° HPa --� P OHP f 01t o P I- \ „ M M ©0.86% (PRIVATE) M M M - M LEGEND ° o PROPOSED a ° a G '. ° FENCE P °°. -----:311 - - /' 31. 11r a ° PROPOSED 18" ; ° ,` °° ' I I LOPED CONCRETE ► ° a ° 4 HDWL REF. C2.04 \ \ FL = 322.23 o o a ° I °.. P a a °. . °. ° ° Q X X F F-4 z 1E X311.5 ME TG 561 L � �h, po � CONC. PILOT NOTES CHANNEL PER ° o CITY DETAIL _ ( REF: C2.05 74 1. ALL DIMENSI NS o ? / ELEV 322.50 I- { \ ° ° NOTED. n POND FREEBOARD ELEVATION i ° y 742. ALL ELEVATI NS icu u UNLESS O RWI f PROPOSED CHAIN LINK FENCE PROPOSED CURB / ° CONSTRUCT 4' WIDE CURB CUT, CONNECT O �` ° TO PROPOSED PILOT I i ; \ o P . \'` CHANNEL / h'i :322.7.3 TOP VIE m iX 322.2'1 ° �` ►�� a N ° 18.4' P 7.2'---I--4.0 ° ° 8, ,c , X 322.5 i 322.61 aP . �6.0' 1 i� R30.0' ° w °° °o CONNECT TO z N EXISTING SIDEWALK o i -- 320.20 x SIDE VIE N PROPO D 12" 2 x 322. _50X -------------------------- X22 50 �,+� 32 ° SLO D CONCRETE H WL REF: C2.04 GRAPHIC SCALE 20' EXISTING CONTOUR Y '•`' - PROPOSED CONTOUR LIMITS OF DISTURBANCE /O PROPOSED FACE OF CURB o Z /Z•9. PROPOSED BACK OF CURB Ist, - PROPOSED PARKING STRIPE E-1 PROPOSEDFENCE EXISTING FENCE ��. PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK M�1 PROPOSED GRADE O PROPOSED SPOT ELEVATION MATCH EXISTING TOP OF GRATE O NUMBER OF SPACES PROVIDED EX TREE TO BE PROTECTED IN PLACE ~ u w OQ�;L7 O O U �rrrTHE FACE OF CURB UNLESS OTHERWISE O OF PAVEMENT AT FACE OF CURB ED. 21 0 T N 3-#4 BARS AT 9" O.C. #4 BENT BARS �- 3.0'--) AT 12" O.C. 5-#4 BARS SIDE VIEW AT 10.5" O.C. X X X ?? 321'.73 a. 21.34 _ X X X XP 320.06 p Q / 320 CONCRETE SFS LL A DETAIL o ° - - -32 M MM M M /� h -� 319.50 \ M fd M M M 3Z2 ° � . � � ..o ° m M ° 322 ° a o °° M .� M M M M 3.0' WIDE SPILLWAY REF.PROPOSED 12" ° 21.4 DETAIL THIS SHEET SLOPED CONCRETE R25.0' R25.0' HDWL REF: C2.04 \ 63 L.F. 12" RCP ANNA FL = 319.81ST. ®0.50 CONSTRUCT CONC. DRIVEWAY APPROACH PER CITY DETAIL REF. C2.05 Z SHEET CIO t aA { i CC L via SHEET CIO i ti .D rn A A U m a SHEET CIO 16" LONG SMOOTH DOWEL @ 18" O.C. DOWEL DIAMETER = 3/4 (IN) T = PAVEMENT THICKNESS VERT SAW -CUT POLYURETHANE 1/4" MIN. SEALING COMPC T/4 C.4 TOP 1/8" NO SAWCUT SEALING COMPOUND NOTE: 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. 3. TO BE USED WHEREVER NEW CONCRETE PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING CONCRETE PAVEMENT. BUTT JOINT DOWEL DIAMETER = 3/4 (IN) T = PAVEMENT VERTICAL SAW -CUT POLYURET THICKNESS 1/4" MIN. I qF=Al mr. r. SEALING COMPOUND DOWEL TO BE LUBRICATED DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED - 1-1/4" MIN. CLEARANCE DOWEL DIAMETER = 3/4 (IN) DOWEL SLEEVE T = PAVEMENT (CLOSED END) TO FIT THICKNESS DOWEL AND BE P )LYURETHANE JOINT SECURED SEALING COMPOUND v TOP 1/8" NO DOWEL TO BE 44" MIN. SEALING COMPOUND LUBRICATED CLEARANCE 1/2" MIN. BITUMINUS EXPANSION JOINT FILLER NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. 2. EXPANSION JOINTS TO BE PLACED IN A GRID PATTERN WITH MAX. OF 40'0.C.E.W. TRANSVERSE EXPANSION JOINT VERTICAL SAW -CUT T = PAVEMENT THICKNESS 1/4" MIN. POLYURETHANE JOINT SEALING COMPOUND 1pt A DETECTABLE c SEALING COMPOUND NOTE: SED TRUNCATED DOMES OF APPROACH SIDEWALKS AS DIRECTED. COMPLYING WITH SE 3 -TION � 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. I F THE TEXAS ACCESSIBILITY STAN NOTE: 2. TO BE USED BETWEEN NEW AND RECENTLY COMPLETED POURS. THE SURFACE MUST 2. LANDINGS SHALL BE A VX 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. CONTRAST VISUALLN 1. CONTRACTION JOINTS TO BE PLACED IN A GRID PATTERN WITH MAX. OF 160.C.E.W. DJO IIIIIING SURFACES, INCLUDING SIDE FLA 2. CONTRACTION JOINTS TO BE CUT WITHIN 6 TO 12 HOURS OF CONCRETE PLACEMENT CONSTRUCTION JOINT DARK RED D 0 z 0 p 55 z 6" CURB w 0- 0 U) N 1211 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 MONOLITHIC CONRETE CURB N.T.S. 611 4' RAMP WIDTH 611 (TYPICAL) FACE OF CURB AMBULATORY RAMP WITH RETURNED CURB N.T.S. 0 co w w > LANDING 09 w EL 4" MAX DETECTABLE AND USUAL .--'l H I H 1- WARNING ARNIN( PAVER WITH V' R U - UNCATED M SL ME SURFACE' A JA j SIDE FLARE L±U (TYP.) FACE OF CURB TRUNCATED DOME PATTERN CURB RAMP 2 3/8j: jM 3 718E 0 0 0 0 0 0 0 0 7 13/16" DETECTABLE WARNING PAVER N.T.S. PEDESTRIAN FACILITIES EXPANSION JOINT AS REQUIRED SIDE FLARE (TYP.) NO. 3 REBAR AT 18" (MAX,) ON -CENTER BOTH WAYS NO. 3 REBAR AROUND DETECTA TRUNCAl I" MO APPLI MIN. 4" CLASS A CONCRET - TO APPLICABLE SP, Ic SECTION A -A GENERAL NOTES (PAVERS) IN, G PAVER WITH S RF CE .G F DATIONS HALL CONFORM TO DINT PERMISSIBLE FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL RF( UIREMENT OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE R XTERN DR A DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CON IS TING OF AT I LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNIN PAVER UNITS USING A POWER SAW. GENERA, NOTES IOP GENERAL NOTES DETECT 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. 1. CURB RAMPS MUST (ONTAIN I BLE V1%AR TOP 1/8" NO I A DETECTABLE ADJUST CURB RAMP LENGTH OR GRADE SURFACE THAT CON SEALING COMPOUND NOTE: SED TRUNCATED DOMES OF APPROACH SIDEWALKS AS DIRECTED. COMPLYING WITH SE 3 -TION � 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. I F THE TEXAS ACCESSIBILITY STAN NOTE: 2. TO BE USED BETWEEN NEW AND RECENTLY COMPLETED POURS. THE SURFACE MUST 2. LANDINGS SHALL BE A VX 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. CONTRAST VISUALLN 1. CONTRACTION JOINTS TO BE PLACED IN A GRID PATTERN WITH MAX. OF 160.C.E.W. DJO IIIIIING SURFACES, INCLUDING SIDE FLA 2. CONTRACTION JOINTS TO BE CUT WITHIN 6 TO 12 HOURS OF CONCRETE PLACEMENT CONSTRUCTION JOINT DARK RED 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN THE DETECTABLE WARNIHG CONTRACTION JOINT CONCRETE JOINT DETAILS ADJACENT TO CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. UNCOLORED CONC,R I TE,, UES N.T.S. SPECIFIED ELSEWHERE IN THE PLANS. #3 x 8" BARS AT 0 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. NOTE: GUTTER SLOPE TO MATCH 18" O.C. WHERE 2. DETECTABLE WARM ADJACENT PAVEMENT, ADJACENT TO m m TRAVERSE AND LONGITUDINAL. SIDEWALKs D RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE 3. ALIGN TRUNCATED tu jiMES 1 THE DIRECTION OF APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN TRAVEL WHEN ENTERING UL 0 0 SURFACES -ION SIDEWALK Uw (TAS) AND 16 TAC 68.102. DEPTH IN THE DIRE PEDESTRIAN TRAVEL, AND EXTEND THE FULL W. DTH OF THE CURB RAMP. 7. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. I 3" RADIUS P.C.CONCRETE PAVING. SEE ..2 C -I.., 611 PAVING DETAILS FOR CES SHALL BE LOCATED SO 8. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. THAT THE EDGE NE PAVEMENT SECTIONS, 46" CURB LINE IS A MAXIMUM HE OF 6" FROM THE EXT11: SUBBASE, SUBGRADE AND OF FACE OF CURB. DETECTABLE WARN IP 9. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT ALONG THE CORNER COMPACTION REQUIREMENTS. D 0 z 0 p 55 z 6" CURB w 0- 0 U) N 1211 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 0000000000 MONOLITHIC CONRETE CURB N.T.S. 611 4' RAMP WIDTH 611 (TYPICAL) FACE OF CURB AMBULATORY RAMP WITH RETURNED CURB N.T.S. 0 co w w > LANDING 09 w EL 4" MAX DETECTABLE AND USUAL .--'l H I H 1- WARNING ARNIN( PAVER WITH V' R U - UNCATED M SL ME SURFACE' A JA j SIDE FLARE L±U (TYP.) FACE OF CURB TRUNCATED DOME PATTERN CURB RAMP 2 3/8j: jM 3 718E 0 0 0 0 0 0 0 0 7 13/16" DETECTABLE WARNING PAVER N.T.S. PEDESTRIAN FACILITIES EXPANSION JOINT AS REQUIRED SIDE FLARE (TYP.) NO. 3 REBAR AT 18" (MAX,) ON -CENTER BOTH WAYS NO. 3 REBAR AROUND DETECTA TRUNCAl I" MO APPLI MIN. 4" CLASS A CONCRET - TO APPLICABLE SP, Ic SECTION A -A GENERAL NOTES (PAVERS) IN, G PAVER WITH S RF CE .G F DATIONS HALL CONFORM TO DINT PERMISSIBLE FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL RF( UIREMENT OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE R XTERN DR A DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CON IS TING OF AT I LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNIN PAVER UNITS USING A POWER SAW. GENERA, NOTES IOP GENERAL NOTES DETECT 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. 1. CURB RAMPS MUST (ONTAIN I BLE V1%AR 'INGS WARNING A DETECTABLE ADJUST CURB RAMP LENGTH OR GRADE SURFACE THAT CON SISTS 01 I SED TRUNCATED DOMES OF APPROACH SIDEWALKS AS DIRECTED. COMPLYING WITH SE 3 -TION � 2 1( I F THE TEXAS ACCESSIBILITY STAN )ARDS TIA§ THE SURFACE MUST 2. LANDINGS SHALL BE A VX 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION. CONTRAST VISUALLN WITH P DJO IIIIIING SURFACES, INCLUDING SIDE FLA ES. FL RM831­1 DARK RED 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN THE DETECTABLE WARNIHG SUR :` AC (.)E-1 ADJACENT TO CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. UNCOLORED CONC,R I TE,, UES I CD SPECIFIED ELSEWHERE IN THE PLANS. 0 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2%. 2. DETECTABLE WARM G SIJR ACES MUST BE SLIP RESISTANT AND NOTkl_LOWWAI 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE A cw ER TO ACCUMULATE. RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE 3. ALIGN TRUNCATED tu jiMES 1 THE DIRECTION OF APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT REFLECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE 4. DETECTABLE WARNING CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS SURFACES -ION SHALL BE THE FULL (TAS) AND 16 TAC 68.102. DEPTH IN THE DIRE PEDESTRIAN TRAVEL, AND EXTEND THE FULL W. DTH OF THE CURB RAMP. 7. CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. I ..2 C -I.., 5. DETECTABLE WARNII, G SUR CES SHALL BE LOCATED SO 8. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. THAT THE EDGE NE EST THE CURB LINE IS A MAXIMUM HE OF 6" FROM THE EXT11: NSII OF FACE OF CURB. DETECTABLE WARN IP 9. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT ALONG THE CORNER i G SURFAC 3 MAYBE CURVED OF 3/4" UNLESS OTHERWISE DIRECTED BYTHE ENGINEER. RA0IUc, 6. ACCEPTABLE PAVER 10. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE SHEET. DETECTABLE WARNIP G ATERI PAVER L S Oil ALL BE P APPROVEAVESTONE D EQUAL. ADA 11. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. NO. 4 BARS-\ ON 12" O.C.E.W. 3500 PSI CONCRETE AT 28 DAYS ia A co = . - NOTES: 1. PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS. 2. DOWEL SIDEWALK INTO ADJACENT EXISTING CURB WITH 0.75" DIA SMOOTH DOWEL BARS. t -'LAIN VILW 1" DEEP SAWED JOINT (TYP.) SEE SITE PLAN -1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 20' O.C. MAX. SLOPE 1/4" /FT. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 211- (TMP) MAX. 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 211 - i I I _r (TYP) d- a o 0 0 00 47 -.J w LIIIIIIIII- " 11 1 rl PC CONCRETE NOTE: P� 4 REINFORCEMENT COMPACTED SUBGRADE (TYP) WILL BE No. 4 BARS 18" O.C. SECTION A -A EACH WAY MAX. SPACING 90% STD. PROCTOR (TYP) SECTION B -B CONCRETE SIDEWALK N.T.S. SCARIFY & RECOMPACT EXISTING SUBGRADE TO 98% to STANDARD PROCTOR DENSITY AT 0% TO +4% OPTIMUM MOISTURE CONTENT. REGULAR DUTY CONCRETE PAVEMENT SECTION N.T.S. PAVEMENT SECTION NOTES 1. ALL PROPOSED PAVEMENT AREAS SHALL BE PROOF ROLLED AND ANY WEAK OR SOFT AREAS SHALL BE REMOVED AND REPLACED WITH COMPACTED SELECT ROADWAY FILL. 2. ALL MATERIAL NEEDED TO RAISE THE PROPOSED SUBGRADE ELEVATION SHALL BE SELECT ROADWAY FILL. 3. SELECT ROADWAY FILL SHALL BE A SANDY, LEAN CLAY OF LOW TO MODERATE PLASTICITY, OR A CLAYEY SAND WITH A LL OF LESS THAN 50 AND PI BETWEEN 15 AND 35. 4. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE REQUIRED VOLUME OF SELECT ROADWAY FILL MATERIAL AND INCLUDING THE COST FOR THIS IN THEIR BASE BID. 5. COMPACTION CHARACTERISTICS OF SUBGRADE AND FILL SHALL BE PERFORMED ON AN AVERAGE RATE OF ONE (1) TEST FOR EVERY 300 LINEAR FEET OF CIRCULATION LANE OR EVERY 5,000 SQUARE FEET OF PAVEMENT AREA, WHICHEVER WOULD PRODUCE THE GREATEST FREQUENCY. 6. ALL SUBGRADE SOILS SHALL BE COMPACTED TO 98% MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT TO +4% PER STANDARD PROCTOR COMPACTION TEST ASTM 698. 7. CONCRETE PAVEMENT SHALL HAVE CONTROL JOINTS ON A MAXIMUM 15 FOOT SPACING EACH WAY. EXPANSION JOINTS SHOULD BE PLACED ON A MAXIMUM SPACING OF 30 FEET AND AT ALL DRAINAGE STRUCTURES. J. CHRIS -0 a to o GOOD CID J-4 00 CD 0) cb N r_ 0)0) zc; z6 rn I CD r. 0 Eami rn A cw too SHE T 0,* CO 00 N N 4m En C; ai x z ..2 C -I.., 0 V wix D ?w -=a. C-03 F2 J. CHRIS C2. i 0 C) o J-4 cln rn A cw SHE T C2. SLOPED HEADWALL N.T.S. ALL CONCRETE SHALL BE 3000 PSI REINFORCING SHALL BE #3 BARS 12" O.C.E.W. i-- MATCH SIDE SLOPE OF DITCH -E7 ----------------- N.T.S. #3 BAR CONCRETE SLOPED HEADWALL N.T.S. CATCHBASIN TRAFFIC DUTY CAST IRON GRATE VARIES H1 GRATE SCHEDULE �1P```�` MODEL No. V4880-3 3"RADIUS (APPROX.) `.:.:. :.• BREAK LINE 6n4BEE PIPE REINFORCCONC PIPE MAY EXTEND PA BREAK LINE AND BENT INTO SLOPED HEADWALL SECTION B -B N.T.S. JUNCTION BOX SKID -RESISTANT STEEL �— PEDESTRIAN DUTY STD. __[-TRAFFIC-DUTY OPTIONAL] CAST -IN,, STEEL FRAME OPTIONAL EXTENSION 6" or 12" PRECAST CONCRETE BASIN SECTION PRECAST CONCRETE BASIN BY PARK EQUIPMENT CO. 800-2546-8041 THIN WALL KNOCKOUT ON ALL 4 SIDES, SEE KO DIMENSION FOR MAXIMUM PIPE O.D. �---� W1 W1 Ti • i i 6" or 12" MODEL # EXISTING CURB & GUTTER ELEV. = T/C ELEV. + 3" TO BE REMOVED KEEP 6" RISE TO i MATCH FL OF PROPERTY LINE EXISTING GUTTER DIMENSIONS EXISTING PVMT. I �- - CATCH BASIN JUNCTION BOX W1 W2 H1 H2 T1 KO RRZAJ�E GSIZE- WES T CB12' JB12 15" 10" 21" 18" 2" 10" 12"x12"x1" 180 CB18 JB18 24" 16" 34" 30" 4" 15" 18"x18"x1 i" 1,000 CB20 J820 26" 18" 34" 30" 4" 17" 20"x20"x1 i" 1,335 CB24 JB24 32" 22" 41" 36" 5" 22" 24"x24"x2" 2,245 C827 JB27 37" 25" 42" 36" 6" 24!' 27n x27n x2 2,875 CB30 JB30 42" 30" 42" 36" 6" 30" 32"x32"x2" 3,675 CB36 JB36 1 48" 36" 42" 36" 6" 32" 38"08"x2" 4,585 ! .i4 4 . H2 1. CB12 CATCHBASIN IS RATED FOR PEDESTRIAN LOADING. ALL OTHERS ARE �N TRAFFIC DUTY. 2. ALL JUNCTION BOXES ARE STANDARD PEDESTRIAN DUTY OR OPTIONAL T1 TRAFFIC DUTY. PARTIAL SECTION SPECIFICATIONS TELPARK ' (713) 937-7602 CONCRETE Class 1 concrete with of design strength of FAX (713) 937-4254 4500 PSI at 28 days. Unit is of monolithic EQUIPMENT COMPANY WAIS (800) 256-8041 construction at floor and first stage of wall with sectional riser to required depth. "Expect the Best" / REINFORCEMENT: Grade 60 reinforced. Steel rebar conforming PRECAST CONCRETE CATCHBASIN „ to ASTM A615 on required centers or equal. JUNCTION BOX 12 THRU 36 TA C.I. CASTINGS: Cast iron frames and grates are manufactured SCALE NONE DWG. NO. of grey cast iron conforming to ASTM A48-76 Class 30. DAA 01/04 CBJB36 #3' BARS @ 12" O.C.E.W. - 4 — 18" TOE DOWN (ALSO AT FLUME ENDS) i 28 -DAY CONCRETE STRENGTH = 3000 psi EXPANSION JOINTS AT 60' O.C. STANDARD FLUME SECTION N.T.S. TYPE "D" EXPANSION JOINT. EXISTING CURB & GUTTER ELEV. = T/C ELEV. + 3" TO BE REMOVED KEEP 6" RISE TO i MATCH FL OF PROPERTY LINE EXISTING GUTTER i. 0 LO EXISTING PVMT. I �- - 3" RISE �\ EXISTING BASE / / -DRIVEWAY APRON SHALL BE 6" (28 -DAY CONCRETE - STRENGTH = 4000 psi) W/#4 DEFORMED TIE BAR BARS @ 18" O.C.E.W. ASPHALT #4 X 18" O.C. APRONS W/O CURB & GUTTER FOR TYING NEW SHALL BE ALLOWED ON OPEN CONCRETE TO EXISTING DITCHED STREET SECTIONS CONCRETE PAVEMENT ONLY. ONLY SECTIONA A A -TYPE "G" EXPANSION JOINT PROPERTY LINE 00)w VARIES *MAINTAIN 2% MAX RETURN CURB TO HAVE CROSS SLOPE / ROLLACE DIMINISHING AT RAD-- O TYPE "D" / �- AMBULATORY RAMP 25' MIN. R-� - REMOVE CURB LONGITUDINAL / SLOPE 1:12 MAX. THRU RAMP JOINT k F� LX SIDEWALK I>� NEAT-� \ NEAT SAW CUT `� SAW CUT \\\ !� \ TYPE "G" A NEAT -' - EXISTING CURB & GUTTER TO EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET SURFACING AS NEEDED COMMERCIAL DRIVEWAY Y C� CITY OF BRYAN DATE BCS UNIFIED DETAIL N0. Cn-YOFCOLLEGESrAnON The Good Irfe, Texas Style' JAN. 2009 STANDARD DETAIL ST2-03 4-11 N o d ai X z E- c o C :' >,.2 v invm L++•� ' Cn cm mW a. .= U I— J. CHRiS >, A wA� C2.05 . i. 0 LO 0000 I 1 Co w Coco 00)w L� Z Z O F� LX O rn E Y C� � Co O 00 Z mnrn 4-11 N o d ai X z E- c o C :' >,.2 v invm L++•� ' Cn cm mW a. .= U I— J. CHRiS >, A wA� C2.05 EROSION CONTROL NOTES: 1. TCEQ TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES) CONSTRUC!ON GENERAL PERMIT TXR150000, LANDSCAPE PLANS, GEOTECHNICAL INVESTIGATION, AND CIVIL ENGINEERING PL -ANS AND SPECIFICATIONS ARE HEREBY INCORPORATED INTO THIS SWPPP. CONTRACTOR SHALL OBTAIN AND KEEP A CURRENT COPY OF THESE DOCUMENTS AT THE CONSTRUCTION SITE. 2. ALL EROSION AND SEDIMENTATION CONTROLS MUST BE DESIGNED, INSTALLED AND MAINTAINED TO RETAIN SEDIMENT ON-SITE TO THE MAXIMUM EXTENT PRACTICABLE. 3. ALL CONTROL MEASURES MUST BE SELECTED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND GOOD ENGINEERING PRACTICES. 4. OFF-SITE ACCUMULATIONS OF SEDIMENT ESCAPING PROJECT SITE MUST BE REMOVED AT A FREQUENCY NECESSARY TO MINIMIZE OFF-SITE IMPACTS. FOR EXAMPLE, SEDIMENTATION WITHIN STREETS ADJACENT TO THE PROJECT SITE MUST BE REMOVED AT LEAST DAILY PRIOR TO ANY RAINFALL EVENTS. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. IN ANY EVENT SILT SHALL ALWAYS BE REMOVED SUCH THAT PONDING IN A STREET IS PREVENTED. 5. CONTRACTOR MUST REMOVE SEDIMENT FROM ALL APPLICABLE CONTROLS WHEN DESIGN SILT STORAGE CAPACITY HAS BEEN REDUCED BY 50%. SILT MUST BE SPREAD OVER SITE OR DISPOSSED OF PROPERLY. FOR PERIMETER CONTROLS SUCH AS SILT FENCES, ETC., THE TRAPPED SEDIMENT MUST BE REMOVED BEFORE IT REACHES 50% OF THE ABOVE -GROUND HEIGHT. 6. CONTRACTOR SHALL ENSURE THAT ALL LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS ARE PREVENTED FROM BECOMING POLLUTANT SOURCES. 7. OFF-SITE MATERIAL STORAGE AREAS USED SOLELY FOR THIS PROJECT, INCLUDING DIRT STOCKPILES AND BORROW AREAS (AS APPLICABLE), MUST BE PREVENTED FROM BECOMING POLLUTANT SOURCES BY INSTALLATION AND CONTINUED INSPECTION AND MAINTAINENCE OF BMPS. 8. CONTRACTOR SHALL ENSURE THAT EXISTING VEGETATION IS PRESERVED WHERE ATTAINABLE. 9. DISTURBED PORTIONS OF SITE MUST BE STABILIZED. STABILIZATION PRACTICES MUST BE INITIATED WITHIN 14 DAYS IN PORTIONS OF THE SITE WHERE CONSTRUCTION HAS BEEN EITHER TEMPORARILY OR PERMANENTLY CEASED, UNLESS SPECIFICALLY EXCEPTED WITHIN THE TPDES PERMIT. 10. CONTRACTOR MUST MAINTAIN RECORDS OF DATES IN THE SWPPP OF WHEN MAJOR GRADING ACTIVITIES OCCUR, WHEN CONSTRUCTION ACTIVITIES EITHER TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE, AND WHEN STABILIZATION MEASURES ARE INITIATED. 11. CONTRACTOR SHALL ENSURE THAT SWPPP IS CONSISTENT WITH SEDIMENT AND EROSION SITE PLANS, STORM WATER PERMITS, AND STORM WATER MANAGEMENT PLANS APPROVED BY STATE, TRIBAL, OR LOCAL OFFICIALS. UPDATES TO SWPPP ARE REQUIRED UPON WRITTEN NOTICE TO PERMITTEE OF CHANGES APPLICABLE TO STORM WATER PERMITS, SEDIMENT AND EROSION CONTROL PLANS, OR STORM WATER MANAGEMENT PLANS BY SUCH OFFICIALS. 12. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND ANY OTHER PROTECTIVE MEASURES IDENTIFIED IN THE SWPPP MUST BE MAINTAINED IN EFFECTIVE OPERATING CONDITION. WHEN INSPECTIONS IDENTIFY CONTROLS OPERATING INEFFECTIVELY, THE CONTROLS SHALL BE MAINTAINED PRIOR TO THE NEXT RAINFALL EVENT OR AS NECESSARY TO MAINTAIN EFFECTIVENESS OF THE CONTROL, OR AS SOON AS PRACTICABLE. 13. CONTRACTOR SHALL INSPECT DISTURBED AREAS, MATERIAL STORAGE AREAS EXPOSED TO PRECIPITATION, STRUCTURAL CONTROL MEASURES, AND VEHICLE ENTRY AND EXIT AREAS AT LEAST ONCE DAILY. 14. CONTRACTOR SHALL INSPECT STABILIZED AREAS AND AREAS WHERE RUNOFF IS UNLIKELY DUE TO FROZEN OR ARID WEATHER CONDITIONS AT LEAST ONCE PER MONTH. 15. CONTRACTOR SHALL INSPECT ACCESSIBLE DISCHARGE LOCATIONS (OR NEARBY DOWNSTREAM LOCATIONS IF DISCHARGE POINT IS NOT ACCESSIBLE) IN ORDER TO ASCERTAIN WHETHER OR NOT EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS AFTER EVERY 1/2" RAINFALL EVENT OR AS OFTEN AS PRACTICLE. 16. STRUCTURAL BMPS SHOULD NOT, TO THE DEGREE ATTAINABLE, BE PLACED WITHIN FLOODPLAINS. 17. BASED ON INSPECTION RESULTS, REVISIONS TO SWPPP MUST BE MADE WITHIN 7 CALENDAR DAYS OF THE INSPECTION. NEW OR MODIFIED CONTROL MEASURES MUST BE INSTALLED PRIOR TO THE NEXT RAINFALL EVENT, OR AS SOON AS PRACTICABLE AND CHANGES MUST BE NOTED ON THE SWPPP INSPECTION FORM AS A COMPLETED ACTION ITEM. 18. REPORTS SUMMARIZING THE SCOPE OF ALL INSPECTIONS, INCLUDING NAME AND QUALIFICATIONS OF INSPECTOR, DATE OF INSPECTION, AND MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE SWPPP (INCLUDING LOCATION OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS, LOCATION OF CONTROLS THAT NEED TO BE MAINTAINED, LOCATIONS WHERE CONTROLS ARE INADEQUATE OR ARE OPERATING IMPROPERLY, AND LOCATIONS WHERE ADDITIONAL CONTROLS ARE NEEDED) MUST BE SIGNED BY THE INSPECTOR PER 30 TEXAS ADMINISTRATIVE CODE (TAC) SECTION 305.128, AND RETAINED WITHIN THE SWPPP FOR AT LEAST 3 YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. REPORTS THAT DO NOT IDENTIFY INCIDENTS OF NON-COMPLIANCE SHALL CONTAIN A CERTIFICATION STATING THAT THE SITE IS IN COMPLIANCE WITH THE SWPPP AND THE GENERAL PERMIT. 19. CONTRACTOR SHALL IDENTIFY ALL SOURCES OF ALLOWABLE NON -STORM WATER THAT WILL BE COMBINED WITH STORM WATER DISCHARGE AT THE SITE (EXCEPT FIRE -FIGHTING ACTIVITIES) AND ENSURE IMPLEMENTATION OF APPROPRIATE POLLUTION PREVENTION MEASURES FOR NON -STORM WATER COMPONENT(S) OF DISCHARGE. 20. IF THE CONTRACTOR DECIDES TO EMPLOY ALTERNATIVE METHODS OR LOCATIONS FOR SEDIMENT CONTROL MEASURES, THE CONTRACTOR SHALL REVISE SHEETS C3.0, C3.1 AND C3.2 OF THIS PLAN SET, AND SUBMIT THESE REVISED SHEETS TO THE CITY ENGINEER FOR APPROVAL. 21. A BERMED OR OTHERWISE SPILL PROTECTED AREA SHALL BE SPECIFIED BY THE CONTRACTOR FOR THE LOCATION OF ANY ON -1 -SITE FUEL STORAGE TANKS. 22. CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN; HOWEVER, IF THE APPROVED EROSION CONTROL PLAN CANNOT CONTROL AND PREVENT. SEDIMENT FROM LEAVING THE PROJECT, THE EROSION CONTROL PLAN SHALL BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES SHALL BE ADDED. EROSION CONTROL DEVICES MAY BE ADDED OR REDUCED IN THE FIELD AS SUGGESTED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE. 23. OPEN ENDS OF STORM SEWER PIPES SHALL BE ADEQUATELY PROTECTED AT THE END OF EACH DAY BY THE CONTRACTOR. 24. ANY PIPE STUBBED OUT FROM A STORM DRAIN SHALL BE PLUGGED UNTIL THE INCOMING PIPE CONNECTION HAS BEEN COMPLETED. 25. CONTRACTOR SHALL ENSURE ANY ON-SITE PETROLEUM STORAGE SHALL PROVIDE A SECONDARY CONTAINMENT METHOD. IF THE STORAGE TANKS ARE NOT DOUBLE WALLED, AN EXTERNAL CONTAINMENT BASIN SHALL BE PROVIDED CAPABLE OF HOLDING AT A MINIMUM, THE SIZE OF THE LARGEST TANK PLUS THE RUNOFF OF A 24-HOUR, 25 YEAR RAINFALL EVENT. 6' MIN. 2'/" MIN. CRITICAL ROOT ZONE AREA 19 ma40:1111:1 0 OEXISTING TREE(S) TO REMAIN. ODRIPLINE OF EXISTING TREE (TYP) OCONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS W/ 2' TUNDRA WEIGHT ORANGE STREAMERS @ 3' O.C. q 8' METAL T -STAKES: 8'0.C. MIN., DRIVEN 2' INTO GROUND AT (OR OUTSIDE) TREE DRIPLINE O4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANF. RECOMMENDATIONS (TYP). SUPPLEMENT W/ SILT FENCE FABRIC @ PRUNING TRENCH AS REQ'D. OEXISTING GRADE TO BE DISTURBED. OROOT PRUNING TRENCH 12" OUTSIDE FENCE (AS NECESSARY) - SEE NOTES. OEXISTING GRADE TO REMAIN. N.T.S. NOTES: 1. WHERE CONSTRUCTION ACTIVITY FALLS WITHIN THE DRIP LINE OF EXISTING TREES WHICH ARE TO REMAIN, PERFORM ROOT PRUNING AS NECESSARY AT THE START OF CONSTRUCTION. 2. ROOT PRUNING METHOD: PRIOR TO EXCAVATION & CONSTRUCTION ACTIVITIES, HAND CUT ONLY THOSE ROOTS WHICH WILL BE IMPACTED BY THE PROPOSED CONSTRUCTION BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH AT THE EDGE OF THE PROPOSED CONSTRUCTION AREA. MAXIMIZE PRUNING TRENCH DISTANCE FROM THE TRUNK OF THE EXISTING TREE TO THE PROPOSED EDGE OF CONSTRUCTION LIMITS. 3. COORDINATE THIS ACTIVITY WITH OWNER. CONCRETE BL( PLACED AR( DROP INLET PERIMI 1/2" FILTER STONE CONCRETE BLOCKS 1/2" x 1/2" WIRE SCREEN .� .•FLOW SEEPAGE ROCK BARRIERUSED • PAVEMENT OR DROP INLET BARE GROUND SECTION A -A_ GRATE INLET PROTECTION DETAIL N.T.S. WIRE MESH 6" x 6" OPENING (MAX.) - 1/2" x 1/2" HARDWARE FABRIC--\ 1-1/2" FILTER STONE -� CURB INLET PROTECTION NOTES: 12" MIN. OVERLAP 2" GAP BETWEEN TOP OF STONE AND TOP OF OPENING CURB INLET STRUCTURE 9. WI I MIN FUKTY-EIGHT (48) HOURS OF POURING THE BLOCKOUT AND TOP, PLACE WIRE MESH WITH 12" OPENINGS OVER ALL CURB AND GRATE INLET OPENINGS SO THAT AT LEAST 12" OF WIRE EXTENDS ACROSS THE INLET COVER -GUTTER AND AROUND ALL GRATES AS ILLUSTRATED. 2. PLACE SMALL SAND BAGS AGAINST THE WIRE SO AS TO ANCHOR SAME AGAINST THE GUTTER, GRATE AND INLET COVER. 3. IF THE SEDIMENT FILTER BECOMES CLOGGED WITH DEBRIS SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, REMOVE THE SAND BAGS, CLEAN IT AND REPLACE THE SAND BAGS 4. MAKE WEEKLY INSPECTIONS OF THESE SEDIMENT FILTERS FOR CONFORMANCE TO THESE CONDITIONS. PARTICULARLY INSPECT ALL INLETS AFTER EACH RAIN. COMPLETELY REMOVE ALL SEDIMENT FILTERS UPON ESTABLISHMENT OF GRASS, FINAL STABILIZATION OF CONSTRUCTION SITE. 5. DO NOT USE A SEDIMENT FILTER TO CONTROL EROSION AROUND GRATE INLETS. SEE DROP INLET PROTECTION DETAIL ON THIS SHEET. CURB INLET PROTECTION N.T.S. I LO 0000 co cpp w td �j rn m 00w -� Z Z =V .X o �� ca �I o (D O x as i 4 - cd Lo I I 0000 N Z�nrn 4x) z 0 2 Dov '(n cw m CA w CL =OP I i* # . • t er ............•• J. CHRIsHA R eIS ............ .. 4859 9 'A •. r . t o• I. 0 C Q t s 0 d i W 0 H i n H Fri ^ 0 � W OU 0 w �0 i ' I 0 0 U At 0 W 0 W STOP! i CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (at least 72 hours prior to digging) CAUTIONII c E IST NG UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL Q UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR 5HA L L BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON SHEET THE PLANS. ���/VAAA A AnXM C2.06 hh il" ULl-�li%hl REMOVE OR ABANDON EXISTING 8" STORM LINE REPLACE EXISTING STORM LINE WITH NEW 12" HDPE ® 0.50% MIN SLOPE CONNECT TO EXISTING STORM DRAIN 8" HDPE STM 0.50% ,/--INSTALL 18"x18" GRATE INLET REF: C2.04 TG = 327.0 FL = 324.5 _ \ 1 i12" HDPE S M @ 0.8�% ' < 2" TYPE PPER WATIN TALL 4'x6" OE S NITARY 4" SDR 2�( SE VI CO LCTION \ RY SEWER ' RE C SE ICE @ 1.0%`sl � - 322.2 \ SS \ �� 5S _1AA t' ss \\ / - 0 3 SS ss INSTALL 8"x18" 55 ss N T \ _ __ -- � REF: 2.0 � TG =326.22 w FL = 323.72 \ - FL cam_ X INSTALL 2" WATER \ TAPPIN� SADD E W1 2»VALVE RInlainralLIN w pl) cu (U W v m D ss --H-1 ss 0 M D i ru ss _T ss TT T, FT F ,U ss ss ss - 5� 5� L -}FL 1 � I i 1 I /; "D S'. 1 C) c/) ss GRATE INL TG - 327.0 \' o = 325.0 0 7 7.011 \ x \ 150 L.F. 18" HDPE \ ( @ 1.46% (PRIVATE) IL�� ����jiM EE Rs� � 105 L.F. 18" HDPE 1 © 0.86% (PRIVATE) x 1 \ 2'-6"STM JUNCTION BOX PER DETAIL D1-021 oHp RIM=325.84 �J \ FL 18" IN=322.81 1 \ \i oNp 3 6 FL 18" IN=322.81 1 2 1 \ 1 r FL 18" OUT=322.71 1 4 5 \ \ 0 -_OHP OH OHP - OHP ��� OHP 1 - - LJ - - "' M 56.4 L.F. 18" HDPE 1------------- ------- ----------- ---------- - © 0.86% (PRIVATE) _ _ 1 4 SDR 26 \ 12 HDPE STM \ SANITARY SEWER IM 0.7% \ 12" HDPE STM \ - 1 SERVICE ®1.0% \ \ A4,) ® 0.89%\ \ 1 2 TYPE K COPPER W ER 4" SD PROPOSED 18" ' 1 / ( SA ITARY E \ G SLOPED CONCRETE 1 `� �� ( VICE (9 0 0 HDWL REF: C2.04 FL = 322.23 1 INSET 1 0 20' 40' GRAPHIC SCALE 20' w xz �c ` o T2 c EG ND _°'w mw =a I - - ! - - - - - EXISTING CONTOUR 313 PROPOSED CONTOUR - LIMITS OF DISTURBANCE J. CHRIS H A*R".....i -- PROPOSED FACE OF CURB ......................R.IS•.j 9485 df PROPOSED BACK OF CURB PROPOSED PARKING STRIPE X X PROPOSED FENCE X X EXISTING FENCE •9' zoio z.0% PROPOSED GRADE 311.25 PROPOSED SPOT ELEVATION \I ME MATCH EXISTING TG TOP OF GRATE OX NUMBER OF SPACES PROVIDED O � EX TREE TO BE PROTECTED IN PLACE r O Z W oT I O Q i� O D W c AL DI ENSIGNS ARE TO THE FACE OF CURB UNLESS OTHERWISE NO ED. 1� . ALL ELEVATIONS ARE TOP OF PAVEMENT AT FACE OF CURB UNLESS OTHERWISE NOTED. \ COIIN-TRACTOR SHALL MATCH JOINT SPACING AND PATTERN OF u o AD IACffNT PAVING IN ALL SIDEWALK AREAS �,,EYED NOTES I 1 CONN 'CT TO ROOF DRAIN AT 2.0' B.F.F. i 2 CONN CT TO SANITARY SEWER STUBOUT REF: P2.11 j Fl; � 4" _ = 323.4 3 IIN STALL 18"x18" GRATE INLET R ; F: C2.04 T3 = 327.0 F.. = 324.5 4 INSTALL 18"x18" GRATE INLET REF: 'C2.04 T = 327.0 F.. = 324.0 5CONNECT TO 2" WATER REF: P2.11 6 "' CONNECT TO SANITARY SEWER STUBOUT REF: P2.11 F Ll 4' = 322.7 7 II�ST LL 18"x18" GRATE INLET I�EF- C2.04 327.0 FL = 324.5 8 F IL 4' SS = 322.6 1 moi, 1 7 1 0 1 1 s - - i4' _1 12 HDPE STM' i.8%' \ 1 ¢ u Q A A z % -A 1❑u I,,. \ N b�A •� U y N \ 1 v1 A A U A P. \�\ 1 \, 1 SH ---ET C3.01 00 w 0 O w � 00 ZZ O go En o .. E_ a �:le A too d �O�pN z 0 r °I w xz �c ` o T2 c EG ND _°'w mw =a I - - ! - - - - - EXISTING CONTOUR 313 PROPOSED CONTOUR - LIMITS OF DISTURBANCE J. CHRIS H A*R".....i -- PROPOSED FACE OF CURB ......................R.IS•.j 9485 df PROPOSED BACK OF CURB PROPOSED PARKING STRIPE X X PROPOSED FENCE X X EXISTING FENCE •9' zoio z.0% PROPOSED GRADE 311.25 PROPOSED SPOT ELEVATION \I ME MATCH EXISTING TG TOP OF GRATE OX NUMBER OF SPACES PROVIDED O � EX TREE TO BE PROTECTED IN PLACE r O Z W oT I O Q i� O D W c AL DI ENSIGNS ARE TO THE FACE OF CURB UNLESS OTHERWISE NO ED. 1� . ALL ELEVATIONS ARE TOP OF PAVEMENT AT FACE OF CURB UNLESS OTHERWISE NOTED. \ COIIN-TRACTOR SHALL MATCH JOINT SPACING AND PATTERN OF u o AD IACffNT PAVING IN ALL SIDEWALK AREAS �,,EYED NOTES I 1 CONN 'CT TO ROOF DRAIN AT 2.0' B.F.F. i 2 CONN CT TO SANITARY SEWER STUBOUT REF: P2.11 j Fl; � 4" _ = 323.4 3 IIN STALL 18"x18" GRATE INLET R ; F: C2.04 T3 = 327.0 F.. = 324.5 4 INSTALL 18"x18" GRATE INLET REF: 'C2.04 T = 327.0 F.. = 324.0 5CONNECT TO 2" WATER REF: P2.11 6 "' CONNECT TO SANITARY SEWER STUBOUT REF: P2.11 F Ll 4' = 322.7 7 II�ST LL 18"x18" GRATE INLET I�EF- C2.04 327.0 FL = 324.5 8 F IL 4' SS = 322.6 1 moi, 1 7 1 0 1 1 s - - i4' _1 12 HDPE STM' i.8%' \ 1 ¢ u Q A A z % -A 1❑u I,,. \ N b�A •� U y N \ 1 v1 A A U A P. \�\ 1 \, 1 SH ---ET C3.01 PIPE O.Q. PLUS 4 PERIPHERAL !i~5 ' "STARTER" HOLES "J) (SEE NOTE 1.) NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AND NEW INVERT FOR NEW AFTER "STARTER" HOLES_ HAVE BEEN INSTALLED AND APPROVED LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING HAVE SMOOTH TRANSITION THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. EXISTING INVERT AS REQUIRED. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1 OPENING CREA I IUN UE I AIL\\\--- NON -SHRINK MANUFACTURERS REQUIREMENTS. A (' .GROUT 4. CONCRETE SHALL BE 3,000 P.S.I. SYNKO-FLEX PREFORMED FE V-0 PLASTIC ADHESIVE DI VARIES - EQUAL. #3 REBAR (14" LONG) �� WATERSTOP, OR APPROVED 1'-0" EMBEDDED AND- EQUAL. (SEE NOTE 3.) 2" CLR. \ NON -SHRINK WATERSTOP PIPECONX (NEW INVERT EPDXYED INTO MANHOLE \ TYP.) GROUT WALL 3". (SEE -NOTE 2.) MANHOLE ADAPTER PIPE O.D SEAL, OR APPROVED PLUS 18'' EQUAL. (2 REQ'D) , 1 CONNECTION DETAIL SECTION VIEW 1 MANHOLE CONNECTION DETAIL B.1 B STANDARD MANHOLE TIE-IN PIPE 0. PLUS 18__ _ e WATER STOP- PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) 1 CONNECTION DETAIL SECTION VIEW 13.2 A\ SELECT NATIVE MATERIAL RINGAND - ORIGINAL GROUND IN - SELECT MATERIAL MATERIAL EXCAVATED FROM THE .DITCH, (WHICH IS FREE OF ' D CEMENT STABILIZED FUTURE STREET AREA SAND ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) AND MI \ (MANUALLY INCHES IN THE LARGEST DIMENSION), COMPACTED TO A CONSOLIDATE \ AT OPTIMUM MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY MOISTURE) BELOW WAY. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN EALAN \ UNDISTURBED SOIL PIPE OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL- Vi .: n SELECT MATERIAL ADJUSTMENT RINGS SECTION. AREAS (ie ... YARDS, PASTURES, EASEMENTS) AND TO A 12" MIN. OPTIONNO.2 AND FOUNDATION MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 71F- _ _ (B\ (MANUALLY BASE THICKNESS BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN MATEIRIAL G CONSOLIDATE -- --- g„ OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND 26 W/ AT OPTIMUM R PAVEMENT AREAS. I MOISTURE) 4. MANHOLE LOCATION BE 6" BELOW COMPACTION AS FOLLOWS: LOCATION \ GRANULAR MATERIAL BELL 0. D. i COMPACTION REQUIREMENT PIF MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE \ I� PIPE UNDISTURBED SOIL O•F OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC E 0. D. , MATERIAL AND WHICH, WHEN TESTED BY STANDARD REQL \� OF LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 1 -OF- \PLACE METAL DETECTOR 6" MIN./12" MAX. MAXIMUM LIQUID LIMIT----- - 45 S OR TAPE AT A MINIMUM OF 24" MAXIMUM PLASTICITY INDEX _ ---_- 15 INE SHALL ABOVE TOP OF PIPE (EXTEND 1 FOOT ABOVE MAXIMUM PERCENT PASSING NO. 200 SIEVE . - 35 'NATION MINIMUM PERCENT PASSING 3/4" SIEVE ----- 100 OPTIONNO. I THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. \ CEMENT STABILIZED SAND FOR DI PIPE & PVC PIPE i w -- SEE NOTE 7. iAnninuc SEWER SIGN -��' e��ac�V`r�w MANHOLE MANHOLE SIGN N0 (SEE DETAIL S3-05) 6'-0" STD. DUCTILE IRON MANHOLE COVER 3' MIN. AND FRAME (30" DIA. OPENING) OR EQUAL 12" MAX ... SEE NOTE 1. j 2,-0„ PRECAST REINFORCED 2'-6" \ CONC. MANHOLE SECT. \ ASTM DES. C-478 Z- 8' GREEN, HEAVY DUTY, BACK FILL AROUND MH SHALL ��: WING CHANNEL POST BE AS PER NOTE 4. VARIES \ 5" MIN (SEE TABLE) RUBBER -GASKET JOINTS W/ MORTAR SEALANT g„ _ INSIDE AT ALL JOINTS INVERT = 3/4 DIAMETER OF PIPE MAX - 6" MIN. UP TO 24". 24" AND LARGER /FT SHALL BE FULL DEPTH INVERTS. NOTES, - 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, SEE DETAILS FOR OPEN CUT S TREE TS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. _ 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, & ST4-02. METER BOX OR STANDARD CLEAN-OUT BOOT \ SANI'PAIiY SEWER CLE-ANOUT EL OR A BOLT DOWN RINGAND 2A> 1_ _- - SELECT MATERIAL S ' D CEMENT STABILIZED I SAND 12" MIN AND MI \ (MANUALLY SHALL BE UIS CONSOLIDATE EACH AT OPTIMUM OR EXISTING MOISTURE) BELOW WAY. E BELL EALAN \ UNDISTURBED SOIL PIPE BETWEEN RIN AND CHIMNEI /COVER, OR CbRBEL/CONE RVI ADJUSTMENT RINGS SECTION. 3. MANHOLE BA AS FOLLOWS: =6" MIN./12" MAX. OPTIONNO.2 NOTES, - 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, SEE DETAILS FOR OPEN CUT S TREE TS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. _ 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, & ST4-02. METER BOX OR STANDARD CLEAN-OUT BOOT \ SANI'PAIiY SEWER CLE-ANOUT EL OR A BOLT DOWN RINGAND 4 FT COVER SHALL BE USED, NOTES: REQMIRED. I >36in. 1. A MAX. OF 4 AND MI . OF 2 THROAT RINGS SHALL BE UIS ---D AT EACH MANHOLE IN NEW OR EXISTING IGHT pF WAY. 2. USE ADEKA EALAN IT O APPROVED EQUAL BETWEEN RIN AND CHIMNEI /COVER, OR CbRBEL/CONE RVI ADJUSTMENT RINGS SECTION. 3. MANHOLE BA AS FOLLOWS: E- THI(JKNEISS SERVICE AND FOUNDATION MANHOLE D PTH (FT.) P BASE THICKNESS 0 - 12' MATEIRIAL -- --- g„ SD 26 W/ 12 AND OVE R 4. Ai _ .._ _.12" CUT 4. MANHOLE LOCATION BE 6,N COMPACTION AS FOLLOWS: LOCATION TH ROW COMPACTION REQUIREMENT PAVEMENT',- - 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE', REA -�--�- E 90 % STANDARD PROCTOR - ASTM D 698 5. NO RINGS AR REQL IREllOUTSIDE OF STREET RIGH 1 -OF- AY 6. IN FLOODPLAII S OR AREAS OF CONCENTRATED FLOW, THE C INE SHALL (EXTEND 1 FOOT ABOVE 'NATION °• ° • BASE THE BASE FL OD E WATER -TIGHT RINGAND 4 FT COVER SHALL BE USED, VENTED WHER REQMIRED. -- 6 FT >36in. #4 BARS BENT @ 90^ AND VATIO IS LESS THAN 2'-7" TIED TO WALL AND BASE. 7. WARNING SIG \ I ONLY I TO BE PLACED WHERE SEWER CROS S OPEN FIELDS. ELEV. MUST #4 BARS, 8 O.C.E.W. SET TO ALLOW SANITARY NOTE: DEPTHS GREATER THAN 12' S RVI E. WILL REQUIRE 2 MATS OF K EA('H SERVICE END WITH REINFORCING STEEL IN THE BASE. STANDARD PRE -CAST MANHO 4" PVC EX NSIC W/PVC CAP (SEE NOTE',., . ) PVC WYE WITH'' PVC CAP EE NOTE 3 I R -O -VOR EDGE OF EASEMENT --� VARIES - - 3.5' MAX--. 1, I c ::ZF (SEE NOTE �- PVC(SEE NOTE 3) \(MIN. 1% SLOPE) STD. 45� BEND STACK NC H EVA RTES TEE WYE SERVICE - FITTING EWER WYE AND 1/8 -BEND) STD. 45- BEND 2.0 SEE NOTE 4 - DEEP CONNECTIONPWOFILE R -O -W OR EDGE OF EASEMEN - VARIES --- 3.5' MAX. - (SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1% SLOPE) 2_0' j SEE NOTE 4 TEE WYE SERVICE FITTING (SEWER TEE) STANDARD CONNECTIONPW OFILE N 0, - MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >18in. <30in. -- 6 FT >36in. 2' PLAN (TYPICAL) • NOTE: i 1 • W H RE" DC JB L E WYE SERVICE ELI VATIO IS LESS THAN 2'-7" BEI OW PF P SED BACK OF CU B, MIN. SAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER S RVI E. 2. M! K EA('H SERVICE END WITH ME AL' "T�' P ST PAINTED GREEN. 3. AIL MATEIRIAL SHALL BE ASTM D3034 SD 26 W/ GASKETS z° z° 4. 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